• 한국진공학회지
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• 제20권6호
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• pp.403-408
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• 2011

MFX tube를 개발하기 위하여, MFX tube 내에서 전계방출음극으로부터 방출된 전자의 궤적을 SIMION 프로그램을 이용하여 전산모사하였다. 전자의 출발위치와 상관없이 emitter에서 방출된 전자빔을 한곳에 집중시킬 수 있는 optimum extractor voltage Ve가 존재한다는 것을 알아내었다. Extractor voltage Ve는 source voltage Vs에 따라 변하지만, 두 전압의 비율(Ve/Vs)는 항상 일정하고, 그 값은 99.4%였다. Source와 extractor에 인가된 전압의 비율(Ve/Vs)이 99.4%일 때, 교차점에서의 빔 직경은 $1.2{\mu}m$였다. MFXG의 초점 크기는 교차점에서의 beam diameter보다 작을 수 없기 때문에, 교차점에서의 beam diameter을 작게 할 수 있는 조건을 찾는 것은 중요하다. 따라서 위의 두 결과는 MFX tube의 개발에 있어서 매우 중요한 결과로 판단된다.

• Nuclear Engineering and Technology
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• 제53권9호
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• pp.3026-3034
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• 2021

Multi-target X-ray tube is a new type X-ray source, and can be applied in many fields such as sensitive X-ray fluorescence analysis and medical imaging. In this work, we report an electric field modulation multi-target X-ray tube, which contains four targets (Cr, Ni, Au, Mo) coated on a Beryllium (Be) window. A four-valve electric field deflector was developed to deflect the electron beam to bombard the corresponding targets. Particle dynamics analysis software was employed to simulate the particle tracking of electron beam. The results show that the 30 keV electron beam could get a 6.7 mm displacement on the target plane by 10⁵ V/m electric field. The focus areas are about 2 mm × 5 mm and 4 mm × 2.5 mm after deflection in two directions. Thermal behavior calculated by ANSYS shows that the designed target assembly could withstand a 10 W continuous power. The optimum target thicknesses and emission spectra were obtained by Geant4 when the thickness of Be window was 300 mm and the electron beam incident angle was 0.141 rad. The results indicate that this multi-target X-ray tube could provide different X-ray sources effectively.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.21-22
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• 2015

The CFT(Concrete Filled Tube) system has been developed to behave well in a structural performance such as stiffness, stress, ductility, fire resistance that is derived from its mechanical advantages of composite structure. There were number of studies about unprotected CFT columns for improving their fire resistance through reinforcing bars or plates being placed inside the steel tube. It was also known that reinforcing plates of flat type need stiffeners in a certain distance to avoid their buckling failure so it cost as much as their using consequentially. This paper is planned to test the work of beam elements attached inner side of CFT depending on its shape. More discussions on beam's design could be followed after some fire tests accordingly conducted within this project.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2000년도 봄 학술발표회논문집
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• pp.215-221
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• 2000

A simple numerical modeling technique is proposed for the analysis of framed tube structures with multiple internal tubes. The structures are analysed using a continuum approach in which each tube is individually modelled by a tube beam that accounts for the flexural and shear deformations, as well as the shear lag effects. By simplifying assumptions regarding the form of strain distributions in external and internal tubes, the structural behaviours is reduced to the solution of a single second order linear differential equation. The numerical analysis uses the variational approach on the basis of the minimum potential energy priniciple. Three framed-tube sructures with single, two and three internal tubes are analysed to verify the applicability and reliability of the proposed method.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2001년도 가을 학술발표회 논문집
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• pp.393-400
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• 2001

A simple numerical modelling technique is proposed for estimating the shear stress distribution in beams of framed tube structures with multiple internal tubes. The structures are analysed using a continuum approach in which each tube is individually modelled by a tube beam that accounts for the flexural and shear deformations, as well as the shear lag effects. The method idealises the discrete tubes-in-tube structures as an assemblage of equivalent multiple beams, each composed of orthotropic plate panels. The numerical analysis of shear stress is based on the elastic theory in conjunction with the minimum potential energy principle. By simplifying assumptions regarding the form of strain distributions in external and internal tubes, the shear stress distributions are expressed in terms of a series of linear functions of the second moments of area of the structures and the corresponding geometric and material properties, as well as the applied loads. The simplicity and accuracy of the proposed method are demonstrated through the solutions of three numerical examples.

• Steel and Composite Structures
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• 제15권6호
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• pp.679-703
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• 2013

This paper presents experimental investigations of the fundamental behavior of concrete filled steel tube (CFT) beam-columns under fire loading. A total of thirteen specimens were tested to determine the axial force-moment-curvature-temperature behavior of CFT beam-columns. The experimental approach involved the use of: (a) innovative heating and control equipment to apply thermal loading and (b) digital image correlation with close-range photogrammetry to measure the deformations (e.g., curvature) of the heated region. Each specimen was sequentially subjected to: (i) constant axial loading; (ii) thermal loading in the expected plastic hinge region following the ASTM E119 temperature-time T-t curve; and (iii) monotonically increasing flexural loading. The effects of various parameters on the strength and stiffness of CFT beam-columns were evaluated. The parameters considered were the steel tube width, width-tothickness ratio, concrete strength, maximum surface temperature of the steel tube, and the axial load level on the composite CFT section. The experimental results provide knowledge of the fundamental behavior of composite CFT beam-columns, and can be used to calibrate analytical models or macro finite element models developed for predicting behavior of CFT members and frames under fire loading.

• 국제강구조저널
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• 제18권5호
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• pp.1541-1559
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• 2018

This paper addresses the dynamic loading characteristics of the shock tube onto sandwich steel beams as an efficient and accurate alternative to time consuming and complicated fluid structure interaction using finite element modeling. The corrugated sandwich steel beam consists of top and bottom flat substrates of steel 1018 and corrugated cores of steel 1008. The corrugated core layers are arranged with non-uniform thicknesses thus making sandwich beam graded. This sandwich beam is analogous to a steel beam with web and flanges. Substrates correspond to flanges and cores to web. The stress-strain relations of steel 1018 at high strain rates are measured using the split-Hopkinson pressure. Both carbon steels are assumed to follow bilinear strain hardening and strain rate-dependence. The present finite element modeling procedure with an improved dynamic impulse loading assumption is validated with a set of shock tube experiments, and it provides excellent correlation based on Russell error estimation with the test results. Four corrugated graded steel core arrangements are taken into account for core design parameters in order to maximize mitigation of blast load effects onto the structure. In addition, numerical study of four corrugated steel core placed in a reverse order is done using the validated finite element model. The dynamic behavior of the reversed steel core arrangement is compared with the normal core arrangement for deflections, contact force between support and specimen and plastic energy absorption.

• 한국방사선학회논문지
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• 제17권4호
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• pp.507-514
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• 2023

이 연구의 목적은 유방촬영의 X-선 빔에서 유효광자에너지를 쉽게 계산할 수 있는 계산식을 구하는데 있다. X2 MAM Sensor를 사용하여 각각의 설정관전압에 대하여 측정관전압을 얻었다. 알루미늄 여과체의 알루미늄에 대한 질량감쇠계수는 각각의 측정관전압 X-선 빔에서 반가층 측정으로부터 구하였다. 각각의 측정관전압 X-선 빔으로부터 구하여진 알루미늄의 질량감쇠계수는 NIST로부터 얻어진 광자에너지별 알루미늄의 질량감쇠계수에 대응시켰다. 일치하는 질량감쇠계수에 대응하는 광자에너지가 유효광자에너지로 결정되었다. 결정된 유효광자에너지의 계산식은 Origin pro 2019b 통계프로그램에서 각각의 측정관전압에 대한 유효광자에너지를 다항식으로 정합하여 y=28.98968-1.91738x+0.07786x²-0.000946717x³으로 얻었다. 여기서 x는 측정관전압이고, y는 유효광자에너지이다. 이 연구에서 얻어진 유방촬영 X-선 빔의 유효광자에너지의 계산식은 임상에서 X-선 빔과 어떤 물질과의 상호작용 계수를 구하는데 아주 유용하게 사용될 수 있을 것으로 사료된다.

• 한국강구조학회 논문집
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• 제22권4호
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• pp.305-312
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• 2010

본 연구의 목적은 모멘트 접합 골조에서 각형강관 기둥-H 형강 보 접합부의 내진성능평가이다. 각형강관은 H형강에 비해서 효율적이고 많은 장점이 있음에도 불구하고, 아직 접합 디테일의 부족과 경험 부족 등의 이유로 현장에서 적용이 제한적이다. 각형강관을 사용한 기존의 모멘트 접합부는 주로 관통형 다이아프램 형식을 사용하고 있는데 이는 시공과정이 복잡하여 현장에서의 적용을 어렵게 한다. 그러므로 이 연구에서는 각형강관 기둥을 절단하지 않는 접합상세에 대하여 구조성능 및 내진성능을 평가하고자 하였다. 엔드플레이트와 헌치를 이용한 용접접합의 접합상세에 대하여 내력 및 강성, 에너지흡수능력을 비교분석하였다.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2003년도 추계학술발표대회 개요집
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• pp.18-20
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• 2003

Optimal processing and system to produce the laser welded tube for one body formed bumper beam are studied. The calculated size of tube is a thickness of 1.4mm, diameter of 105.4mm and length of 2000mm. The tube is shaped from cool rolled high strength steel sheet(tensile strength: 60kgf/$\textrm{mm}^2$ grade). Two roll bending method is the optimal tube shaping process compared to UO-bending, bending on press brake, multi-step continuous roll forming and 3 roll bending methods. Weld quality monitoring and seam tracking along the butt-joint lengthwise to the tube axis are also studied. The longitudinal butt-joint is welded by the $CO_2$ laser welding system equipped with a seam tracker and plasma sensor. The constructed $CO_2$ laser tube welding system can be used for the precision seam tracking and the real-time monitoring of weld quality. Finally, the obtained laser welded tube can be used for one-body formed automobile bumper beam.